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Tender For Coating Work 36 Bakhtar Se Mp Border Tak Lepan, ZILA PANCHAYAT JHANSI-Uttar Pradesh

Zila Panchayat-ZP has published Tender For Coating Work 36 Bakhtar Se Mp Border Tak Lepan. Submission Date for this Tender is 06-05-2020. Road Marking Tenders in ZILA PANCHAYAT JHANSI Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24127004
Corrigendum : Tender For Coating Work 36 Bakhtar Se Mp Border Tak Lepan
Open Tender
Indian
Uttar Pradesh
ZILA PANCHAYAT JHANSI
06-05-2020

Tender Details

Tender For Coating Work 36 Bakhtar Se Mp Border Tak Lepan

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 30-Mar-2020 DATE Date 06-05-2020

Key Value

Document Fees
INR 4130 /-
EMD
INR 578000.0 /-
Tender Value
INR 57.73 Lakhs /-

BOQ Items

Name of Work: 36 bakhtar se mp border tak lepan
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Clearing & Grubbing Road Land Including Uprooting Wild Vegetation,Grass, Bushes,Shrubs , and Trees of Girth upto 300 MM Removal of Stumps of Such Trees cut Earlier and disposal of Unserviceable Materials and Stacking of Serviceable Material to be used or Auctioned upto a Lead of 1000 M Including Removal and Disposal of Top Organic Soil not Exceeding 150 MM in thickness as Per Technical Specification Clause 201. 3780 sqm
2 2 Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 4720.59 cum
3 3 construction of H.P culvert as per detail drawing. 3 Nos
4 4 Providing, Laying Spreading and Compacting of well graded material ( Moorum/Dust) in blanket coat ( granular surface course) compacted thickness on a prepared base and compacting with power Roller including cost of material, labour T&P hire charge of Roller etc required for proper completion of the work as per Technical Specification clause 402. 935.55 cum
5 5 Construction of granularsub base by providing well graded material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieved the density complete as per techical specification clause 401. 514.8 cum
6 6 Providing, laying, spreading and compacting stone aggegates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 270 cum
7 7 Providing, laying, spreading and compacting stone aggegates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 284.85 cum
8 8 Laying Brick Soling layer on prepared sub-grade with brick on end edging according to lines, grade and cross- section shown on the drawing filling joints with sand and earth, spreading 25mm thick lay of earth over brick soling, watering and rolling the same with three wheeled road roller 80-100 KN per Technical Specification Clause 412. 720 sqm
9 9 Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 2862 cum
10 10 Providing and applying primer coat with bitumen emulsion SS-1 on prepaired surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502. 3600 sqm
11 11 Providing and applying tack coat with bitumen VG-10 at the rate of 0.35 kg/sqm on the prepaired surface cleaned with hydraulic broom as per Technical Specification Clause 503. 3600 sqm
12 12 Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6 mm aggregate either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. 3600 sqm
13 13 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C as per Technical Specification Clause 508. 3600 sqm
14 14 Construction of un- reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade) coarse and fine aggregates not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and approprite weigh batcher using approved mis design, laid in approved fixed side formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levellingthe formwork as per drawing), spreading the concrete with shovels, rakes, composed using needle, screed and plate vibrators and finised in continuous operation including provision of contraction and expansion, construction joint applying 27 cum
15 15 Supply & Fixing of marble stone with letter writing 1 job
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